HomeMy WebLinkAboutS-0965-B Map 5IIIIIII�
S 840 59' 08" E 45.02'
FND. 1 /211 REBAR
S 020 38' 38" W 15.00'
LOT 1
EXISTING FENCE
TO REMAIN
HC SIGN
0
00
W
EXISTING LIGHT --�
POLE TO REMAIN CD
0
HC STRIPING-,
PIG
NC PARKING
(TYP.)
CONSTRUCT
CONCRETE
SIDEWALK
5.5' x 23' WATER LINE
EASEMENT
INTS. # 93-67402
O:
LO
SIGN
TOP RIM=283.90
FL=0.00 0
8
FL=0.00 0
FL=0.00 0
-
FL=0.00 0
CONSTRUCT AHTD DR-1
CONCRETE APRON
N 01 D 57' 09" E 15.00'
SET 1/2" ---
I REBAR
I
i 15' UTILITY EASEMENT
NEW CURB AND
GUTTER
O
4"
SIDEWALK RAMP
W/TACTILE PANEL
REBAR ' '
MATCH EXISTING
CURB AND GUTTER
SIDEWALK RAMP
MATCH EXISTING W/TACTILE PANEL
j TSPHALT--_\ �MATq+-E G-7
(CURB AND UTTER
I--------'--------� ------ -----
EXISTING POPEYES'
LOCATION
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Y L N
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NE
P A tl
A n
a
LOCI
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OR
7
VICINITY MAP
o r
FND. 1 /2" REBAR
---
SET 1/2' -N 870 48' 32" E 41.43'
-----------
I
I
----------------------,I F 25' BLDG. SETBACK
- I CONSTRUCT SODNRETE
n -F=
33'
'POPEYES'
_W BUILDIN
3,200 S.F.
43.89'
35.77'
rN
v
r cc
cc
{'ONE WAY'
SIGN
NEW LOT 2R
0.99 ACRES
7
MENU
BOARD
E".
1 /415
.
ItlllllAKKAIE 1 / 1
- MATCH EXISTING
ASPHALT
40' ACCESS EA EMEN
PB D PAGE 61
---rt'- ----------I----
EXIST. STS INLET
TOP RIM=286.11
FL=283.6' ' " RCP SVI
'STOP'
I SIGN
r MATCH
/ EXISTING ASPHALT
r
BASELINE ROAD
ROW VARIFC
860 55' 00" E 48.45'
slog 9 I Nnr I
GRAPHIC SCALE IN FEET
20' 0 20
570 00' 58" E 31.67'
SET 1 /2"
REBAR
5'; 3' 28
EXIST. SS MH #714
TOP RIM=285.93
R30'
FI==278.98 (6" PVC S)
F _=278.43 (6" PVC N)
k
CROSSWALK
RX�
SIDEWALK RAMP
W/TACTILE PANEL
T
LOT
BUSSA
SUBDIVISION -
BRICKRY
R7pp.
BLDG.00
EXIST. SS MH #7T3
N
TOP RIM=285.92
FL=282.02 (6" PVC S)
FL=282.02 (6" PVC E)
FL=281.92 (6" PVC N)
ACCESS C aSEM NT
PB D PtiGE 617
NEW CURB AND
0
13.6614'
GUTTER
14'
o
;
5' 3'
OT 1
-'DO NOT ENTER'
281.27'
SIGN
LO
SIDEWALK RAMP
_- W/TACTILE PANEL
_MATCH EXISTING
CURB AND GUTTER --- -
EXIST. STS INLET
TOP RIM=286.08
FL=282.33 (8" PVC SW)
FL=281.53 (18" RCP E)
t�SITE NOTES
1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR
REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS
GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT,
SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL
BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY.
2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE.
7, CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START.
3. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.
9. CONTRACTOR MALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR
AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
0
MATCH EXISTING
CURB AND GUTTER
EXISTING
WATER LINE
N 880 1W
15' W 431.94'
MATCH EXISTING
ASPHALT
MABELVALE PLAZA DRIVE
EXIST. SS MH
#712
EXIST. STS IN'_ET
TOP RIM=286.60
TOP RIM=286.22
LEGEND(EXISTINGSYMBOLS)
FL=282.55 (4"
PVC E)
FL=280.62 (18" RCP W)
FL=282.45 (6"
PVC N)
FL=280.52 (24" RCP E)
SYMBOLS
-----------
-
- -
_------------------------_
- - - - - -----------
- - -
o
FOUND IRON PIN
EAGILNT
I
F
LIGHT POLE
$
POWER POLE
CURB
m
TELEPHONE PEIEESTu
-_-...........
IS!
TV PEDESTAL
INTERImUTE CONTOUR
O
MANHOLE
INDEX CONTOUR
o
SANITARY SEVER CLEANOUT-a-
L
GAS METER
SANITARY SEWER LIE
IXI
GAS VALVE
GAS LNE
--a---•_
O
STORM SEWER PIPE
•-•-
-•
c
DOWN GUY
WATERLINE (SPECIFY SIZE & TYPE)
Arkansas One Call
I <
WATER VALVE
- -
.-----"�*-
-Cr
FIRE HYDRANT ASSE7®LY
L1NIlETGRJIMD TELEPHONE
L'87
AIR RELEASE VALVE
�•i---+--t�
UNDENAOUND ELECTRIC
A
FIRE DEPARTMENT CONNECTION
0
WATER METER
OVERI-W ELECTRIC
®
SPRINKLER HEAD
-�- -
.---.
m
ELECTRIC PEDESTAL
UNDERGROUIND TELEVISION
'!
OVfiIEPD TELEVISION
GRATED INLET
_.. ,.....
_.. ..
CHAIN LINK FENCE
DROP INLET
11000 fIINF ...�`.
-.
Know what's below.
BARBED WIRE FENCE
TREE
FIBER OPTIC --
4
Call before you dig.
O >
RIGHT OF WAY
f\;
TREE TO BE REMOVED
ROAD ConERLnE
STANDARD PARKING SPACES
32
HANDICAP PARKING SPACES
2
TOTAL PARKING SPACES
34
FND. 1 /2'
nrn a n
`tlC LEGEND (CONSTRUCT)
IN-
- - - - - - - - - - - - - - - - -- - - -
EASEMENT
LIGHT POLE
A
POWER POLE
CURB
■
TREFIHOIi_ PEDESTII
12Da
s
TV PEDESTAL
INTERMEDIATE CONTOUR
WRINKLE
205-
INDEX CONTOUR
o
SANITARY SENIOR CiEANOUT
•
GAS METER
SANITARY SEWER LINE "
►�
GAS VALVE
STOVE SEVER P,PE
GAS LINE
G>�
STRUCTURE NUMBER
WATER LINE
N
WATER VALVE
�►1--
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
IRE
AIR R8fASE VALVE
-
.4
FIRE DEPARTMENT C7IECTION
UNDERGROUND ELECTRIC
•
WATER METER
1 /
BACK FLOW PREVENT'ER
OVERHEAD ELECTRIC
A
REDUCER
FIBER OPTIC M �
RECTANGULAR DROP BEEF,
GRATED INLET OR JUNCTION
mr
UNDERGROUND TELEVISION
BOX (SPECIFY ON P. AN
SHEm
OVERHEAD TELEVISION
CIRCULAR DROP INILR,
O
GRAIED INLET OR JIY+CTION
�-
CHAIN LINK FENCE -
BOXCSPECI Y ON PLAN
SHEET)
--
WOOD FENCE
BARBED WIRE FENCE -
BUILDBIG SET BACK
RIGHT aF WAY
PROPERTY LINE
ROAD CENTERLINE
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
® engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: ^ r Daum"' n„
0 F q
CRAFTON, TULL S,
ASSOCIATES, INC. D
No. 109
=y o
q�M`NSAS EW,\,XC�0.
POPEYES - BASELINE
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
SZ {yUCTION ,
PROJECT NO: 16802200 00",RFL
ISSUE DATE: 05/23/16 �01- THIS F�
CONTACT: F.RIGGINS DOCUMENT IS m
CHECKED BY: 2 PRELIMINARY IN
PRELIMINARY NATUREANDISNOT
A FINAL, SIGNED z
PLANS AND SEALED
DOCUMENT ao
C 2016 Crafton, Tull& Associates, Inc. SNIP
NOIlOOti i
SITE PLAN
C;-101